Data report: frictional strength of mudstone samples from the Nankai Trough frontal thrust region, IODP Sites C0006 and C0007

M. Ikari, A. Hüpers
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引用次数: 1

Abstract

We conducted shearing tests on samples from the frontal thrust region of the Nankai Trough offshore Kii Peninsula, Japan, recovered from Sites C0006 and C0007 during Integrated Ocean Drilling Program (IODP) Expedition 316. The samples are all silty clay recovered from 192–561 meters below seafloor and corresponding to Units II and III. Samples were sheared in a double-direct shear configuration in a true-triaxial pressure vessel that was confined and under fluid pressure control. We observed that residual shear strength values increase sublinearly over effective normal stresses from 5 to 35 MPa. Residual friction coefficients calculated from the measured shear strength and effective normal stress range from 0.22 to 0.56 and decrease as a function of increasing effective normal stress. For each sample, the data for coefficient of friction as a function of increasing effective normal stress are equally well fit by power law and logarithmic relations. Sample 316C0006F-19R-1 is noticeably weaker than the other samples, which can be attributed to its high clay mineral content of 67 wt%.
资料报告:南开海槽锋面逆冲区,IODP站点C0006和C0007泥岩样品的摩擦强度
本文对日本Kii半岛南开海槽锋面逆冲区样品进行了剪切试验,这些样品是综合海洋钻探计划(IODP)远征316期间从C0006和C0007地点回收的。样品均为粉质粘土,采自海底192 ~ 561米,对应单元II和单元III。样品在流体压力控制下密闭的真三轴压力容器中以双直剪结构剪切。我们观察到残余抗剪强度值在5到35 MPa的有效法向应力范围内呈次线性增长。根据实测抗剪强度和有效法向应力计算出的残余摩擦系数范围为0.22 ~ 0.56,并随着有效法向应力的增大而减小。对于每个试样,摩擦系数作为增加有效法向应力的函数的数据同样很好地拟合为幂律和对数关系。样品316C0006F-19R-1明显弱于其他样品,这可归因于其高粘土矿物含量为67%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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